public ConcreteSectionFlexure GetNonPrestressedDoublyReinforcedRectangularSection(double b, double h,
double A_s1, double A_s2, double c_cntr1, double c_cntr2,
double A_s_prime1, double A_s_prime2, double c_cntr_prime1, double c_cntr_prime2,
ConcreteMaterial concrete, IRebarMaterial rebar, ConfinementReinforcementType ConfinementReinforcementType)
{
CrossSectionRectangularShape Section = new CrossSectionRectangularShape(concrete, null, b, h);
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
Rebar bottom1 = new Rebar(A_s1, rebar);
RebarPoint pointBottom1 = new RebarPoint(bottom1, new RebarCoordinate()
{
X = 0, Y = -h / 2.0 + c_cntr1
});
LongitudinalBars.Add(pointBottom1);
if (A_s2 != 0)
{
Rebar bottom2 = new Rebar(A_s2, rebar);
RebarPoint pointBottom2 = new RebarPoint(bottom2, new RebarCoordinate()
{
X = 0, Y = -h / 2.0 + c_cntr2
});
LongitudinalBars.Add(pointBottom2);
}
if (A_s_prime1 != 0)
{
Rebar top1 = new Rebar(A_s_prime1, rebar);
RebarPoint pointTop1 = new RebarPoint(top1, new RebarCoordinate()
{
X = 0, Y = h / 2.0 - c_cntr_prime1
});
LongitudinalBars.Add(pointTop1);
}
if (A_s_prime2 != 0)
{
Rebar top2 = new Rebar(A_s_prime2, rebar);
RebarPoint pointTop2 = new RebarPoint(top2, new RebarCoordinate()
{
X = 0, Y = h / 2.0 - c_cntr_prime2
});
LongitudinalBars.Add(pointTop2);
}
CalcLog log = new CalcLog();
ConcreteSectionFlexure beam = new ConcreteSectionFlexure(Section, LongitudinalBars, log, ConfinementReinforcementType);
return(beam);
}
// public ConcreteSectionFlexure GetRectangularSectionWithBoundaryZones(double b, double h,
//double A_sBoundary, double L_Boundary, RebarDesignation curtainBar, double s_curtain, int N_curtains, IConcreteMaterial mat, IRebarMaterial rebarMaterial,
// ConfinementReinforcementType ConfinementReinforcementType, int NumberOfSubdivisions = 20)
// {
// double YTop = h / 2.0 - c_centTopBottom;
// double YBottom = -h / 2.0 + c_centTopBottom;
// double XLeft = -b / 2.0 + c_centLeftRight;
// double XRight = b / 2.0 - c_centLeftRight;
// Point2D P1 = new Point2D(XLeft, YTop);
// Point2D P2 = new Point2D(XRight, YTop);
// Point2D P3 = new Point2D(XRight, YBottom);
// Point2D P4 = new Point2D(XLeft, YBottom);
// RebarLine topLine = null;
// RebarLine bottomLine = null;
// RebarLine leftLine = null;
// RebarLine rightLine = null;
// if (NumberOfSubdivisions == 0)
// {
// topLine = new RebarLine(A_sTopBottom, P1, P2, rebarMaterial, false);
// bottomLine = new RebarLine(A_sTopBottom, P3, P4, rebarMaterial, false);
// if (A_sLeftRight > 0)
// {
// leftLine = new RebarLine(A_sLeftRight, P2, P3, rebarMaterial, true);
// rightLine = new RebarLine(A_sLeftRight, P4, P1, rebarMaterial, true);
// }
// }
// else
// {
// topLine = new RebarLine(A_sTopBottom, P1, P2, rebarMaterial, false, false, NumberOfSubdivisions);
// bottomLine = new RebarLine(A_sTopBottom, P3, P4, rebarMaterial, false, false, NumberOfSubdivisions);
// if (A_sLeftRight > 0)
// {
// leftLine = new RebarLine(A_sLeftRight, P2, P3, rebarMaterial, true, false, NumberOfSubdivisions);
// rightLine = new RebarLine(A_sLeftRight, P4, P1, rebarMaterial, true, false, NumberOfSubdivisions);
// }
// }
// List<RebarPoint> LongitudinalBars = new List<RebarPoint>();
// if (topLine != null) LongitudinalBars.AddRange(topLine.RebarPoints);
// if (bottomLine != null) LongitudinalBars.AddRange(bottomLine.RebarPoints);
// if (leftLine != null) LongitudinalBars.AddRange(leftLine.RebarPoints);
// if (rightLine != null) LongitudinalBars.AddRange(rightLine.RebarPoints);
// CrossSectionRectangularShape section = new CrossSectionRectangularShape(mat, null, b, h);
// CalcLog log = new CalcLog();
// ConcreteSectionFlexure sectionFlexure = new ConcreteSectionFlexure(section, LongitudinalBars, log, ConfinementReinforcementType);
// return sectionFlexure;
// }
public ConcreteSectionFlexure GetRectangularSectionFourSidesDistributed(double b, double h,
double A_sTopBottom, double A_sLeftRight, double c_centTopBottom, double c_centLeftRight, IConcreteMaterial mat, IRebarMaterial rebarMaterial,
ConfinementReinforcementType ConfinementReinforcementType, int NumberOfSubdivisions = 0)
{
double YTop = h / 2.0 - c_centTopBottom;
double YBottom = -h / 2.0 + c_centTopBottom;
double XLeft = -b / 2.0 + c_centLeftRight;
double XRight = b / 2.0 - c_centLeftRight;
Point2D P1 = new Point2D(XLeft, YTop);
Point2D P2 = new Point2D(XRight, YTop);
Point2D P3 = new Point2D(XRight, YBottom);
Point2D P4 = new Point2D(XLeft, YBottom);
RebarLine topLine = null;
RebarLine bottomLine = null;
RebarLine leftLine = null;
RebarLine rightLine = null;
if (NumberOfSubdivisions == 0)
{
topLine = new RebarLine(A_sTopBottom, P1, P2, rebarMaterial, false);
bottomLine = new RebarLine(A_sTopBottom, P3, P4, rebarMaterial, false);
if (A_sLeftRight > 0)
{
leftLine = new RebarLine(A_sLeftRight, P2, P3, rebarMaterial, true);
rightLine = new RebarLine(A_sLeftRight, P4, P1, rebarMaterial, true);
}
}
else
{
topLine = new RebarLine(A_sTopBottom, P1, P2, rebarMaterial, false, false, NumberOfSubdivisions);
bottomLine = new RebarLine(A_sTopBottom, P3, P4, rebarMaterial, false, false, NumberOfSubdivisions);
if (A_sLeftRight > 0)
{
leftLine = new RebarLine(A_sLeftRight, P2, P3, rebarMaterial, true, false, NumberOfSubdivisions);
rightLine = new RebarLine(A_sLeftRight, P4, P1, rebarMaterial, true, false, NumberOfSubdivisions);
}
}
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
if (topLine != null)
{
LongitudinalBars.AddRange(topLine.RebarPoints);
}
if (bottomLine != null)
{
LongitudinalBars.AddRange(bottomLine.RebarPoints);
}
if (leftLine != null)
{
LongitudinalBars.AddRange(leftLine.RebarPoints);
}
if (rightLine != null)
{
LongitudinalBars.AddRange(rightLine.RebarPoints);
}
CrossSectionRectangularShape section = new CrossSectionRectangularShape(mat, null, b, h);
CalcLog log = new CalcLog();
ConcreteSectionFlexure sectionFlexure = new ConcreteSectionFlexure(section, LongitudinalBars, log, ConfinementReinforcementType);
return(sectionFlexure);
}